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civil plan · OPW19/0223

Attached to the e-mail Operational Works Application - OPW19/0223 - Landscaping, Roadworks and Stormwater - 13 Noosa Dr, Noosa Heads.

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                                                                                                       Proposed Commercial Development
                                                                                                             Civil Engineering Plans
                                                                                                                                              at
                                                                                                                                   13 Noosa Dr, Noosa Heads
                                                                                                                                             For
                                                                                                                                         Golden Breed




                                                                               SITE OF WORKS




Datum           AHD          Scale        As Shown            Status     FOR APPROVAL
                                                                                                                                                              ABN: 13 609 593 339 Project       Proposed Commercial Development   Drawing Title   Index & Locality Plan
Date            October 2019                                  Drawn      JAG   Checked    CAG                                                                          PO Box 5028
                                                                                                                                   NORTH




                                                                                                                                                                   Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the     Designed   JAG   Approved   CAG                                                                                        Location   13 Noosa Dr, Noosa Heads
Client in accordance with the Terms of Agreement.                                                                                                                          QLD 4558
No responsibility or liability will be assumed to any third   BEATRICE GIBBERD
                                                              CHRIS GIBBERD    RPEQ
                                                                            RPEQ    14557
                                                                                 13268                                                                        Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
                                                                                                Issue Date Description   By Chkd
                                                                                                                                           Email: [email protected] Client     Golden Breed                      Project No.     2019072 Dwg No. 01      of   09   Issue   -
Full text of the other 8 pages

Page 2

                                                                                                                                                                                                                                            LEGEND

                                                                                                                                                                                                                                                    D       D




                                                                                                                                                                                                                                                            W




                                                                                                                                              5
                                                                                                                                           RP91777
                                                                                                                                            418m²




                    0              1.0            2.0          3.0       4.0    5.0m


                                                SCALE 1:100 A3



Datum           AHD          Scale        As Shown            Status     FOR APPROVAL
                                                                                                                                                                        ABN: 13 609 593 339 Project       Proposed Commercial Development   Drawing Title   Existing Features Plan
Date            August 2019                                   Drawn      JAG   Checked    CAG                                                                                    PO Box 5028
                                                                                                                                   NORTH




                                                                                                                                                                             Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the     Designed   JAG   Approved   CAG                                                                                                  Location   13 Noosa Dr, Noosa Heads
Client in accordance with the Terms of Agreement.                                                                                                                                    QLD 4558
No responsibility or liability will be assumed to any third   BEATRICE GIBBERD
                                                              CHRIS GIBBERD    RPEQ
                                                                            RPEQ    14557
                                                                                 13268                                                                                  Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
                                                                                                Issue Date Description   By Chkd
                                                                                                                                                     Email: [email protected] Client     Golden Breed                      Project No.     2019072 Dwg No. 02       of   09   Issue   -

Page 3

                                                                                                                                                                                                                                                     LEGEND


                                                                                                                                                                               NOTES

                                                                                                                                                                                 1.   CROSSOVER AND DRIVEWAY SET OUR TO BE
                                                                                                                                                                                 INSPECTED BY AN RPEQ PRIOR TO POUR.
                                                                                                                                                                                 2.    ALL VERGE AREAS TO TIE BACK INTO EXISTING
                                                                                                                                                                                                                                                          D          D
                                                                                                                                                                                 3.   ALL LEVELS TO BE CONFIRMED ON SITE
                                                                                                                                                                                 4.   BOOM GATE TO BE PROGRAMMED TO LOWER IF
                                                                                                                                                                                 CARPARKS 1-4 ARE OCCUPIED.
                                                                                                                                                                                                                                                                   W




                                                                                                                                               4.00
                                                                                                                                                                                                                                                                                                   2.5




                                                                                                                                                                                                                      6.65




                                                                                                                                                                                                                                                                                                                 1.30
                                                                                                                                              5
                                                                                                                                           RP91777
                                                                                                                                            418m²




                                                                                                                                                                                                                      5.65
                                                                                                                                                                                                                      é

                                                                                                                                                                                                           2.40              2.40m      2.6    2.6                          2.4




                    0              1.0            2.0          3.0       4.0    5.0m


                                                SCALE 1:100 A3



Datum           AHD          Scale        As Shown            Status     FOR APPROVAL
                                                                                                                                                                         ABN: 13 609 593 339 Project         Proposed Commercial Development         Drawing Title       Development Layout Plan
Date            August 2019                                   Drawn      JAG   Checked    CAG                                                                                     PO Box 5028
                                                                                                                                   NORTH




                                                                                                                                                                              Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the     Designed   JAG   Approved   CAG                                                                                                   Location     13 Noosa Dr, Noosa Heads
Client in accordance with the Terms of Agreement.                                                                                                                                     QLD 4558
No responsibility or liability will be assumed to any third   BEATRICE GIBBERD
                                                              CHRIS GIBBERD    RPEQ
                                                                            RPEQ    14557
                                                                                 13268                                                                                   Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
                                                                                                Issue Date Description   By Chkd
                                                                                                                                                      Email: [email protected] Client       Golden Breed                            Project No.         2019072 Dwg No. 03   of    09   Issue   -

Page 4

                                                                                                                                                                                                                                                         SPRAYED BITUMEN SEAL
                                                                                                                                                                                                                                                                                                              LEGEND
                                                                                       SL72 MESH (150mm THICK)                                                                                                                                           7mm PRIMERSEAL
                                                                                       50mm (+/- 5mm) TOP COVER                           N32 CONCRETE                                                                                                   2 COAT SEAL OF CL170 BITUMEN WITH A
                                                                                                                                                                                                                                                         16mm AGG & 10mm AGG (AGG TO BE PRE-COATED)




                                                                                                                                                         NOTE: FINAL PAVEMENT DEPTH TO BE
                                                                                                                                                         DETERMINED FOLLOWING SUBGRADE




                                                                                                                                                    *
                                                                                                                                                         TESTS BY GEOTECHNICAL ENGINEER                                                                                                                            D          D




                                                              WATERPROOF                                                                                                                                                                                                                                                    W
                                                              MEMBRANE
                                                                                   150 DEEP CBR 45 SUB-BASE                         SUBGRADE TO BE COMPACTED                                                     150mm THICK BASE COURSE PAVEMENT (TYPE 2.1) - MIN. CBR 80 SOAKED ON;
                                                                                   COURSE GRAVEL COMPACTED TO                       TO 98% RDD STANDARD AND
                                                                                   95% RDD MODIFIED (IF REQUIRED)
                                                                                                                                                                                                                 100mm THICK SUB-BASE COURSE MATERIAL (TYPE 2.3) - MIN. CBR 45 (SOAKED)
                                                                                                                                    PROOF ROLLED.
                                                                                                                                                                                                                 100mm THICK LOWER SUB-BASE COURSE MATERIAL (TYPE 2.5) - MIN. CBR 15 (SOAKED) (IF REQUIRED)
                                                                                               Typical Pavement Detail                                                                                           SUBGRADE REPLACEMENT AS SPECIFIED BY SUPERINTENDENT/COUNCIL
                                                                                                                    NTS                                                                                               PRELIMINARY PAVEMENT DESIGN
                                                                                                                                                                                                                          *   NOTE: FINAL PAVEMENT DEPTH TO BE DETERMINED
                                                                                                                                                                                                                          FOLLOWING SUBGRADE TESTS BY GEOTECHNICAL ENGINEER.




                                                                                                                                                                                                                                                                                                                                                                           38.824
                                                                                                        8.316




                                                                                                                                                                      15




                                                                                                                                                                                                            20




                                                                                                                                                                                                                                                         25




                                                                                                                                                                                                                                                                                                      30
                                                                                                                            10




                                                                                                                                                                                    1.5%




                                                                                                                                                                                                                                                                            1.5%




                                                                                                                                                                                                                                                                                                                                  1.5%




                                                                                                                                                                                                                                                                                                                                                35
                                                                                                                                                                                                                                    1%
                                                                         5




                                                                                                                                                                                    1.5%
                                                                                                                                                                                                                                                                                                                                                                 FSL 2.36
      0.0
          00




                                                                                                                                                                        5
                                                                                                                                  4.83m




                                                                                                                                                                     RP91777
                                                                                                                                                                      418m²                                                                                                                                                                                          FSL 2.34
                                                                                 0.9




                                                                                                                                                                                                                                                                     1.5%




                                                                                                                                                                                                                                                                                                                                         1.5%
                                                                                  0m




                                                                                                                                                                                                                                                                 é
                                                                                                                                                                                                                             FSL 2.09



                                                                                                                                                                                                                                                                                                                                                     FSL 2.34




                    0              1.0            2.0            3.0       4.0         5.0m


                                                SCALE 1:100 A3



Datum           AHD          Scale        As Shown              Status     FOR APPROVAL
                                                                                                                                                                                                               ABN: 13 609 593 339 Project       Proposed Commercial Development                              Drawing Title       Driveway Layout Plan
Date            August 2019                                     Drawn      JAG    Checked        CAG                                                                                                                    PO Box 5028
                                                                                                                                                             NORTH




                                                                                                                                                                                                                    Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the       Designed   JAG    Approved       CAG                                                                                                                                  Location   13 Noosa Dr, Noosa Heads
Client in accordance with the Terms of Agreement.                                                                                                                                                                           QLD 4558
No responsibility or liability will be assumed to any third     BEATRICE GIBBERD
                                                                CHRIS GIBBERD    RPEQ
                                                                              RPEQ    14557
                                                                                   13268                                                                                                                       Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
                                                                                                         Issue Date Description               By Chkd
                                                                                                                                                                                            Email: [email protected] Client     Golden Breed                                                 Project No.         2019072 Dwg No. 04            of    09    Issue   -

Page 5

                                                                                                                                                                                                                                                                                                                                                                                                                    VIP RL 2.058
                                                                                                                                                                                                                                                                                                                                         VIP RL 1.905
                                                                                                                                                                                                                                                                       VIP RL 1.876

                                                                                                                                                                                                                                                                                           VIP RL 1.858
                                                                                                                                                                                                                                                                                                              VIP RL 1.858
                                                                                                                                                                                                                     VIP RL 1.723
                                                                                                                                                                                                  VIP RL 1.719
                                                                                                                                                                     VIP RL 1.689
                                                                                                       HORIZONTAL CURVE DATA


                                                                                                       VERTICAL CURVE LENGTH (m)
                                                                                                       VERTICAL CURVE RADIUS (m)

                                                                                                       VERTICAL GEOMETRY GRADE (%)                             6.6%                    0.8%        0.6%                                     2.5%                       -2.6%0%                                               2.2%                                                  1%                                                       3.2%
                                                                                                       VERTICAL GEOMETRY LENGTH (m)                            0.44                    3.75        0.67                                     6.13                         0.7 0.6                                             2.15                                                 15.01                                                     9.37

                                                                                                       DATUM RL = -2.900

                                                                                                       FINISHED SURFACE LEVEL




                                                                                                                                                            1.660
                                                                                                                                                                    1.689




                                                                                                                                                                                              1.719
                                                                                                                                                                                                                 1.723
                                                                                                                                                                                                                                    1.726




                                                                                                                                                                                                                                              1.809



                                                                                                                                                                                                                                                      1.851

                                                                                                                                                                                                                                                                   1.876

                                                                                                                                                                                                                                                                                      1.858
                                                                                                                                                                                                                                                                                                          1.858




                                                                                                                                                                                                                                                                                                                                    1.905
                                                                                                                                                                                                                                                                                                                                                        1.910




                                                                                                                                                                                                                                                                                                                                                                         1.962




                                                                                                                                                                                                                                                                                                                                                                                                   2.013




                                                                                                                                                                                                                                                                                                                                                                                                               2.058
                                                                                                                                                                                                                                                                                                                                                                                                                                   2.076




                                                                                                                                                                                                                                                                                                                                                                                                                                                   2.236




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    2.359
                                                                                                       EXISTING SURFACE LEVEL




                                                                                                                                                            1.660
                                                                                                                                                                    1.689




                                                                                                                                                                                              1.719
                                                                                                                                                                                                                 1.723
                                                                                                                                                                                                                                    1.726




                                                                                                                                                                                                                                              1.805



                                                                                                                                                                                                                                                      1.850

                                                                                                                                                                                                                                                                   1.876

                                                                                                                                                                                                                                                                                      1.894
                                                                                                                                                                                                                                                                                                          1.909




                                                                                                                                                                                                                                                                                                                                    1.938
                                                                                                                                                                                                                                                                                                                                                        1.945




                                                                                                                                                                                                                                                                                                                                                                         2.004




                                                                                                                                                                                                                                                                                                                                                                                                   2.047




                                                                                                                                                                                                                                                                                                                                                                                                               2.080
                                                                                                                                                                                                                                                                                                                                                                                                                                   2.101




                                                                                                                                                                                                                                                                                                                                                                                                                                                   2.308




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    2.359
                                                                                                                                                                                                                                                                                      -0.036
                                                                                                                                                                                                                                                                                                          -0.051




                                                                                                                                                                                                                                                                                                                                    -0.033
                                                                                                                                                                                                                                                                                                                                                        -0.035




                                                                                                                                                                                                                                                                                                                                                                         -0.042




                                                                                                                                                                                                                                                                                                                                                                                                   -0.034




                                                                                                                                                                                                                                                                                                                                                                                                               -0.022
                                                                                                                                                                                                                                                                                                                                                                                                                                   -0.026




                                                                                                                                                                                                                                                                                                                                                                                                                                                   -0.071
                                                                                                       CUT / FILL DEPTH




                                                                                                                                                            0.000
                                                                                                                                                                    0.000




                                                                                                                                                                                              0.000
                                                                                                                                                                                                                 0.000
                                                                                                                                                                                                                                    0.000




                                                                                                                                                                                                                                              0.004



                                                                                                                                                                                                                                                      0.001

                                                                                                                                                                                                                                                                   0.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0.000
                                                                                                                                                                                                                                                                                      11.697
                                                                                                                                                                                                                                                                                                          12.297




                                                                                                                                                                                                                                                                                                                                    14.444




                                                                                                                                                                                                                                                                                                                                                                                                               29.453




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    38.824
                                                                                                       CONTROL LINE CHAINAGE




                                                                                                                                                                    0.441




                                                                                                                                                                                              4.195
                                                                                                                                                                                                                 4.867




                                                                                                                                                                                                                                              8.316



                                                                                                                                                                                                                                                      10

                                                                                                                                                                                                                                                                   11




                                                                                                                                                                                                                                                                                                                                                        15




                                                                                                                                                                                                                                                                                                                                                                         20




                                                                                                                                                                                                                                                                                                                                                                                                   25




                                                                                                                                                                                                                                                                                                                                                                                                                                   30




                                                                                                                                                                                                                                                                                                                                                                                                                                                   35
                                                                                                                                                            0




                                                                                                                                                                                                                                    5
                                                                                                  A1 SCALE: H 1:100, V 1:100

                                                                                                  LONGITUDINAL SECTION




                                                              Centreline Data                                                                                                                      Centreline Data                                                                                                                                                                                            Centreline Data
                                                              X = 1007.989                                                                                                                         X = 1022.989                                                                                                                                                                                               X = 1036.813
                                                              Y = 4998.001                                                                                                                         Y = 4997.999                                                                                                                                                                                               Y = 4997.998                                                                               1.5%
                                                                                                         -0.21%                             1.51%                                                                                                                                                                                                                                                                                                                    1.5%
                                                              Z = 1.851                                                                                                                            Z = 2.013                                                                          1.5%                                                                       1.27%                                        Z = 2.359
                                                              DATUM RL 1.000                                                                                                                       DATUM RL 1.500                                                                                                                                                                                             DATUM RL 1.500




                                                                                                                                                                                                                                                              2.043




                                                                                                                                                                                                                                                                                                                   2.013




                                                                                                                                                                                                                                                                                                                                                                                          2.143
                                                                                              1.847




                                                                                                                  1.851




                                                                                                                                                            1.955




                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.389




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.359




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2.513
                                                              DESIGN                                                                                                                               DESIGN                                                                                                                                                                                                     DESIGN




                                                                                                                                                                                                                                                              2.032




                                                                                                                                                                                                                                                                                                                   2.047




                                                                                                                                                                                                                                                                                                                                                                                          2.143
                                                                                              1.847




                                                                                                                  1.850




                                                                                                                                                            1.955




                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.276




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.359
                                                              SURVEY                                                                                                                               SURVEY                                                                                                                                                                                                     SURVEY




                                                                                                                                                                                                                                                                                                                                                                                          10.223




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           10.235
                                                                                                                                                                                                                                                              -2.000
                                                                                              -2.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                            -2.000
                                                                                                                                                                                                                                                                                                                   0.000
                                                                                                                  0.000




                                                                                                                                                            6.814




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0.000
                                                              OFFSET                                                                                                                               OFFSET                                                                                                                                                                                                     OFFSET

                                                                                                                          CHAINAGE 10                                                                                                                                                                                                          CHAINAGE 25                                                                                                                          CHAINAGE 38.824
                                                              Centreline Data                                                                                                                      Centreline Data                                                                                                                                                                                            Centreline Data
                                                              X = 1003.330                                                                                                                         X = 1017.989                                                                                                                                                                                               X = 1032.989
                                                              Y = 4996.535                                                                                                                         Y = 4998.000                                                                   1.32%                                       1.5%                                                                            Y = 4997.999
                                                              Z = 1.726                                  -1.16%                           2.94%                                                    Z = 1.962                                                                                                                                                                                                  Z = 2.236                                              1.5%                                1.5%

                                                              DATUM RL 1.000                                                                                                                       DATUM RL 1.000                                                                                                                                                                                             DATUM RL 1.500
                                                                                              1.703




                                                                                                                  1.726




                                                                                                                                                    1.901




                                                                                                                                                                                                                                                              1.988




                                                                                                                                                                                                                                                                                                                   1.962




                                                                                                                                                                                                                                                                                                                                        1.992




                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.266




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.236




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2.390
                                                              DESIGN                                                                                                                               DESIGN                                                                                                                                                                                                     DESIGN
                                                                                              1.703




                                                                                                                  1.726




                                                                                                                                                    1.901




                                                                                                                                                                                                                                                              1.988




                                                                                                                                                                                                                                                                                                                   2.004




                                                                                                                                                                                                                                                                                                                                        2.024




                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.285




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.308




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2.233
                                                              SURVEY                                                                                                                               SURVEY                                                                                                                                                                                                     SURVEY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           10.232
                                                                                              -2.000




                                                                                                                                                                                                                                                              -2.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                            -2.000
                                                                                                                  0.000




                                                                                                                                                    5.963




                                                                                                                                                                                                                                                                                                                   0.000




                                                                                                                                                                                                                                                                                                                                        2.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0.000
                                                              OFFSET                                                                                                                               OFFSET                                                                                                                                                                                                     OFFSET

                                                                                                                     CHAINAGE 5                                                                                                                                CHAINAGE 20                                                                                                                                                                                                                   CHAINAGE 35
                                                              Centreline Data                                                                                                                      Centreline Data                                                                                                                                                                                            Centreline Data
                                                              X = 1002.023                                                                                                                         X = 1012.989                                                                                                                                                                                               X = 1027.989
                                                              Y = 4995.892                                                                                                                         Y = 4998.000                                                                   1.09%                                       1.5%                                                                            Y = 4997.999
                                                              Z = 1.713                                                   2.78%                                                                    Z = 1.910                                                                                                                                                                                                  Z = 2.076                                              1.5%                                1.5%
                                                              DATUM RL 1.000                                                                                                                       DATUM RL 1.000                                                                                                                                                                                             DATUM RL 1.500
                                                                                                                  1.713




                                                                                                                                  1.769




                                                                                                                                                                                                                                                              1.932




                                                                                                                                                                                                                                                                                                                   1.910




                                                                                                                                                                                                                                                                                                                                        1.940




                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.106




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.076




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2.229
                                                              DESIGN                                                                                                                               DESIGN                                                                                                                                                                                                     DESIGN
                                                                                                                  1.715




                                                                                                                                  1.769




                                                                                                                                                                                                                                                              1.932




                                                                                                                                                                                                                                                                                                                   1.945




                                                                                                                                                                                                                                                                                                                                        1.980




                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.075




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.101




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2.142
                                                              SURVEY                                                                                                                               SURVEY                                                                                                                                                                                                     SURVEY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           10.227
                                                                                                                                                                                                                                                              -2.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                            -2.000
                                                                                                                  0.000




                                                                                                                                  2.000




                                                                                                                                                                                                                                                                                                                   0.000




                                                                                                                                                                                                                                                                                                                                        2.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0.000
                                                              OFFSET                                                                                                                               OFFSET                                                                                                                                                                                                     OFFSET

                                                                                                        CHAINAGE 3.543                                                                                                                                         CHAINAGE 15                                                                                                                                                                                                                   CHAINAGE 30

                    0               2              4           6             8      10m


                                                  SCALE 1:200 A3



Datum           AHD          Scale        As Shown            Status         FOR APPROVAL
                                                                                                                                                                                                                                                                                                                                      ABN: 13 609 593 339 Project                                  Proposed Commercial Development                                                             Drawing Title    Driveway Longitudinal & Cross
Date            August 2019                                   Drawn          JAG   Checked    CAG                                                                                                                                                                                                                                              PO Box 5028                                                                                                                                                      Sections
                                                                                                                                                                                                                           NORTH




                                                                                                                                                                                                                                                                                                                                           Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the     Designed       JAG   Approved   CAG                                                                                                                                                                                                                                                            Location                              13 Noosa Dr, Noosa Heads
Client in accordance with the Terms of Agreement.                                                                                                                                                                                                                                                                                                  QLD 4558
No responsibility or liability will be assumed to any third   BEATRICE GIBBERD
                                                              CHRIS GIBBERD    RPEQ
                                                                            RPEQ    14557
                                                                                 13268                                                                                                                                                                                                                                                Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
                                                                                                            Issue Date Description                                                  By Chkd
                                                                                                                                                                                                                                                                                                                   Email: [email protected] Client                                Golden Breed                                                                                Project No.      2019072 Dwg No. 05     of   09   Issue   -

Page 6

                                                                                                                                                                        0.60m (MIN)
                                                                                                                                                                                                                                                                                        LEGEND




                                                                                          0.50m
                                                                                                                                                    0.30m
                                                                                                                                                                                                                                                            0.80m




                                                                                                                                                                                                                                                    0.45m
                                                                                                                                                                0.50m                                                                                                                        D          D




                                                                                                                                                                                                     0.259m
                                                                                                  1.20m
                                                                                                                                                                                                                                                                                                      W




                                                                                                                                                                                       0.10m (MIN)
                                                                                                                                                                                                          A        SECTION A
                                                                                                                                                                                                              -      SCALE 1:50

                          DOUBLE PIT DESIGN SEDIMENT & GROSS POLLUTANT TRAP
                                                                                          SCALE 1:25




                                                                                                                                                                                                                                                                    12 BOX WIDTHS




                                                                                                                                                             1.5%




                                                                                                                                                                                                                                                                                                                          1.5%




                                                                                                                                                                                                                                                                                                                                                      1.5%
                                                                                                                                                                                                                                                                                A
                                                                                                                                                                                                                                    1
                                                                                                                                                                                                                           1%       2




                                                                                                                                                                                                                                                                                                          9 BOX LENGTHS
                                                                                                                             1




                                                                                                                                                             1.5%
                                                                                                                             1
                                                                                                                                                                                                                                                                                                                                                              FSL 2.36
                                                                                                                                                                                                                                        2
                                                                                                                                                                                                                                        1




                                                                                                                                                                                                                                                                                                                                               1.5%
                                                                                                                                                      5




                                                                                                                                                                                                                                                                                A
                                                                                                                                                                                                                                                                                    -
                                                                                                                                                   RP91777
                                                                                                                                                    418m²                                                              1                                                                                                                                          FSL 2.34
                                                                                                                                                                                                                       3




                                                                                                                                                                                                                                             1.5%




                                                                                                                                                                                                                                                                                                                             1.5%
                                                                                                                                                                                                                                            é
                                                                                                                                                                                                                  FSL 2.09



                                                                                                                                                                                                                                                                                                                                    FSL 2.34




                    0              1.0            2.0          3.0       4.0    5.0m


                                                SCALE 1:100 A3



Datum           AHD          Scale        As Shown            Status     FOR APPROVAL
                                                                                                                                                                                           ABN: 13 609 593 339 Project            Proposed Commercial Development                       Drawing Title            Stormwater and Details Plan
Date            August 2019                                   Drawn      JAG   Checked    CAG                                                                                                       PO Box 5028
                                                                                                                                           NORTH




                                                                                                                                                                                                Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the     Designed   JAG   Approved   CAG                                                                                                                     Location        13 Noosa Dr, Noosa Heads
Client in accordance with the Terms of Agreement.                                                                                                                                                       QLD 4558
No responsibility or liability will be assumed to any third   BEATRICE GIBBERD
                                                              CHRIS GIBBERD    RPEQ
                                                                            RPEQ    14557
                                                                                 13268                                                                                                     Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
                                                                                                    Issue Date Description       By Chkd
                                                                                                                                                                        Email: [email protected] Client          Golden Breed                                          Project No.              2019072 Dwg No. 06                          of    09    Issue   -

Page 7

                               SUGGESTED EXPANSION JOINT METHOD FOR CONTINUOUS POURING

                                CONSTRUCTION NOTES AND METHODS
                                                                                                                                                         SAW CUT JOINT                                                                                 ISOLATION JOINT
                                                                                                                                                        (CONTROL JOINT)
                                                                                                                                                          (Maximum spacing 4m)




                                                                                                                                                                                                                                         FORMED JOINT (WITH SHEAR KEY)
                                                                                                                                           EXPANSION JOINT                                                                                     (CONTROL JOINT)
                                                                                                                                                                                                                                        (Maximum spacing 100mm thick 2m / 150mm thick 4m)
                                                                                                                                           (Maximum spacing 12m)




                                                                  MESH COVER




                                                         DOWEL BAR SCHEDULE




Datum           AHD          Scale        As Shown            Status     FOR APPROVAL
                                                                                                                                                                    ABN: 13 609 593 339 Project       Proposed Commercial Development             Drawing Title   Pavement & Jointing Details Plan
Date            August 2019                                   Drawn      JAG   Checked    CAG                                                                                PO Box 5028
                                                                                                                                   NORTH




                                                                                                                                                                         Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the     Designed   JAG   Approved   CAG                                                                                              Location   13 Noosa Dr, Noosa Heads
Client in accordance with the Terms of Agreement.                                                                                                                                QLD 4558
No responsibility or liability will be assumed to any third   BEATRICE GIBBERD
                                                              CHRIS GIBBERD    RPEQ
                                                                            RPEQ    14557
                                                                                 13268                                                                              Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
                                                                                                Issue Date Description   By Chkd
                                                                                                                                                 Email: [email protected] Client     Golden Breed                                Project No.     2019072 Dwg No. 07        of   09   Issue   -

Page 8

                                                                                                                                                                                                                                                                             LEGEND

                                                                                                                                                                                                                                                                                    D        D




                                                                                                                                                                                                                                                                                     X           X




                                          X              X           X         X           X     X         X         X        X   X    X        X           X   X     X   X        X       X        X       X        X        X      X     X      X   X   X   X      X   X          X            X   X   X        X   X         X




                                                                                                                                                                                                                                                                                                                                     X
                                                                                                                                                                                                                                                                                                                                     X
                                                                                                                                                                                                                                                                                                                                     X
                                                                                                                                                                                                                                                                                                                                     X
                                                                                                                                                                                                                                                                                                                                     X
                                                                                                                                                                                                                                                                                                                                     X
                                                                                                                                                               5
                                                                                                                                                            RP91777




                                                                                                                                                                                                                                                                                                                                     X
                                                                                                                                                             418m²




                                                                                                                                                                                                                                                                                                                                     X
                                                                                                                                                                                                                                                                                                                                     X
                                                                                                                                                                                                                                               é




                                                                                                                                                                                                                                                                                                                                     X
                                                                                                                                                                                                                                                                                                                                     X
                                                                                                                                                                                                                                                                                                                                     X
                                                                                                                                                                                                                             X       X    X       X   X   X   X      X   X          X            X   X   X        X   X         X




                    0              1.0            2.0          3.0       4.0        5.0m


                                                SCALE 1:100 A3



Datum           AHD          Scale        As Shown            Status     FOR APPROVAL
                                                                                                                                                                                                 ABN: 13 609 593 339 Project       Proposed Commercial Development           Drawing Title   Erosion & Sediment Control Plan
Date            August 2019                                   Drawn      JAG       Checked     CAG                                                                                                        PO Box 5028
                                                                                                                                                    NORTH




                                                                                                                                                                                                      Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the     Designed   JAG       Approved    CAG                                                                                                                      Location   13 Noosa Dr, Noosa Heads
Client in accordance with the Terms of Agreement.                                                                                                                                                             QLD 4558
No responsibility or liability will be assumed to any third   BEATRICE GIBBERD
                                                              CHRIS GIBBERD    RPEQ
                                                                            RPEQ    14557
                                                                                 13268                                                                                                           Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
                                                                                                     Issue Date Description           By Chkd
                                                                                                                                                                              Email: [email protected] Client     Golden Breed                              Project No.     2019072 Dwg No. 08       of   09       Issue   -

Page 9

Datum           AHD          Scale        As Shown            Status     FOR APPROVAL
                                                                                                                                                              ABN: 13 609 593 339 Project       Proposed Commercial Development   Drawing Title   Erosion & Sediment Control Details Plan
Date            August 2019                                   Drawn      JAG   Checked    CAG                                                                          PO Box 5028
                                                                                                                                   NORTH




                                                                                                                                                                   Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the     Designed   JAG   Approved   CAG                                                                                        Location   13 Noosa Dr, Noosa Heads
Client in accordance with the Terms of Agreement.                                                                                                                          QLD 4558
No responsibility or liability will be assumed to any third   BEATRICE GIBBERD
                                                              CHRIS GIBBERD    RPEQ
                                                                            RPEQ    14557
                                                                                 13268                                                                        Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
                                                                                                Issue Date Description   By Chkd
                                                                                                                                           Email: [email protected] Client     Golden Breed                      Project No.     2019072 Dwg No. 09       of   09   Issue   -

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